首页> 外文会议>Proceedings of the Ninth International Symposium on River Sedimentation vol.4 >TWO-DIMENSIONAL FLOOD AND DEBRIS FLOW SIMULATION MODEL IN URBAN AREAS
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TWO-DIMENSIONAL FLOOD AND DEBRIS FLOW SIMULATION MODEL IN URBAN AREAS

机译:城市二维水流和泥石流模拟模型

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We propose a two-dimensional simulation model for overland flood and debris flow in urban areas. Since there are many houses and office buildings in urban areas, this model includes two kinds of resistance terms in the momentum equations. One is due to the bottom shear stress and the other to drag forces on the houses and buildings. We apply the simulation model to the Fukuoka flood disaster in 1999 and compute the behavior of the overland flood flow from the rivers for the various values of the roughness coefficient n for Manning equation and drag coefficient C_D for buildings and houses. It is found that the value of 0.043 is suitable for n and that of 2.05 for C_D; the former value is previously proposed for roads and the latter for square cylinders. Using these values of the roughness and drag coefficient, we compute the behavior of the overland flow of the Shimabara debris-flow disaster in 1993. It is found that the computations agree with the simulation of the Shimabara debris-flow disaster.
机译:我们提出了一个针对城市中的陆上洪水和泥石流的二维模拟模型。由于城市地区有许多房屋和办公楼,因此该模型在动量方程中包含两种阻力项。一种是由于底部的剪应力,另一种是对房屋和建筑物的拉力。我们将模拟模型应用于1999年的福冈洪灾,并针对Manning方程的粗糙度系数n和建筑物和房屋的阻力系数C_D的各种值,计算了河流的陆上洪水流的行为。可以发现,n的取值为0.043,C_D的取值为2.05。前者先前建议用于道路,后者用于方柱。利用这些粗糙度和阻力系数值,我们计算了1993年岛原泥石流灾害的陆上流动行为。发现计算结果与对岛原泥石流灾害的模拟相吻合。

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